Structural sectional properties for a 2L3X3X0.4375X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3X3X0.4375X0.750 |
Cross Sectional Area | A | 4.86 in2 |
Section Width | b | 3 in |
Section Depth | d | 3 in |
Flange thickness | tf | 0.438 in |
Web thickness | tw | 0.438 in |
Radius of Gyration about X-X | rx | 0.903 in |
Radius of Gyrations about Y-Y | ry | 1.57 in |
Moment of Inertia about X-X | Ix | 3.96 in4 |
Moment of Intertia about Y-Y | Iy | 12 in4 |
Elastic Section Modulus about X-X | Sx | 1.89 in3 |
Elastic Section Modulus about Y-Y | Sy | 3.56 in3 |
Plastic Section Modulus about X-X | Zx | 3.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 6.23 in3 |
Self Weight of section per foot | Weight | 16.6 lb/ft |
A 2L3X3X0.4375X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 16.6 lb/ft and has a cross sectional area of 4.86 in2. The height and width of the section are 3 in and 3 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: